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Structural Engineering Forum Of Pakistan

Attiq ur Rehman

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About Attiq ur Rehman

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    NUST (Islamabad)
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    MM Pakistan
  1. Attiq ur Rehman

    Mass Source in ETABS

    I have ETABS model on which mass source is defined from "self and specified mass", though i changed it and defined the mass source from "loads" (Dead Loads with scale factor = 1). after changing the mass source definition there is immense change in stresses M11 & M22 of Strip Footing (modeled as shell on the base level around the column). Which one i should follow?

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